18_ITEM 01.3-8_ADD 04_02700SF504.pdf
PDF 460 KB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR Federal contract opportunity
- Solicitation number
- W50S9F-22-B-0001
- Issued by
- Department of the Army National Guard
About this file
This solicitation is for the construction of an F-35 Three Bay Specialized Hangar. The project involves demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three bay hangar facility at Dane County Regional Airport - Truax Field in Madison, Wisconsin for the 115th Fighter Wing of the Wisconsin Air National Guard.
The scope of work includes demolishing the existing building, constructing the new hangar with three bays, as well as associated shop and administrative spaces. Specific requirements include pre-conditioned aircraft air, 270VDC aircraft power, fire suppression, hangar bay HVAC, lighting protection, fall protection, and an Advantor security system. The facility will also be registered with the USGBC. The contract is awarded as a single firm fixed-price contract for both new construction and demolition, with a duration of 550 days from notice to proceed.
The solicitation includes a base CLIN for the construction and two option CLINs for a paint/mix addition and aircraft rated pavement. Brand name requirements are specified for security, HVAC control, lock, and fire alarm systems. The bid opening will be conducted according to FAR Subpart 14.4. Interested contractors must register in SAM and check the SAM.gov website for solicitation documents, amendments, and bid submission instructions.
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Text version
C
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SF505
D4
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D1
SF505
D4
SIM
SF505
D1
SIM
STEEL BEAM REFER
PLAN TYP
STEEL DECK BEYOND
REFER PLAN
1/4" BENT PL TYP
12" CMU WALL
REFER PLAN
STEEL BEAM
REFER PLAN
3/4" X 6" X 1'-0"
BEARING PLATE
W/ (2) #4 X 16" DBA'S
HIGH STRENGTH
NON-SHRINK GROUT
1/4
SHIM AS
REQ'D
GROUT SOLID
AROUND BEAMS
PROVIDE 2 CONT BOND BEAMS
BELOW ALL BEAM BEARINGS
1'-1 5/8"8"
116'-8 5/32"
1/4" CAP PL
A A.3
3/8" PL w/ (2) 3/4" DIA A325-N
BOLTS REFER 2 / S-006
3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
REFER 2 / S-006
STEEL DECK BEYOND
REFER PLAN
W10X12 TYP 3/8" PL w/ (2) 3/4" DIA
A325-N BOLTS
REFER 2 / S-006
STEEL BEAM
REFER PLAN
6-1/2"x11"x3/8" PL w/
(4) 3/4" DIA A325-N
BOLTS
(2) 6-1/2"x9"x3/8" PL w/ (6) 3/4" DIA
A325-N BOLTS
STEEL DECK REFER
PLAN
CMU WALL
END CONDITION
1/4
1/4
3/4" X 6" X 1'-0"
BEARING PLATE
W/ (2) #4 X 16" DBA'S
HIGH STRENGTH
NON-SHRINK GROUT
1/4
SHIM AS
REQ'D
1'-0"
PROVIDE 2 CONT
BOND BEAMS
BELOW ALL
BEAM BEARINGS
2 7/8"
EDGE OF DECK
A.3 6'-9"
STEEL DECK
REFER PLAN
C8X11.5
3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
TYP
3-1/2"x15"x3/8" PL w/ (5) 3/4" DIA
A325-N BOLTS
STEEL BEAM
REFER PLAN
L3X3X3/16
TOP RAIL
CONT TYP
1 1/2" 22 GA STEEL
DECK ATTACH TO
ANGLE POSTS W/
#12 SCREWS AT 12"
OC
(REFER
PLAN) FOR
LOCATION
AT 5'-0" O.C.
MAX
1/4" STIFFENER PLATE
AT EA ANGLE POST
1/4" CHECKERED
STEEL PLATE
L4x3x1/4 TOE KICK
3/16 3/16
3/16 2-12
TYP PL TO
BM
5/16
STEEL BEAM
(REFER PLAN)
PI
PE
/2 S
TD
L2 -1
/2 X2
-1 /2
X1 /4
6"
3/16
TYP
L2 1/2x2 1/2x1/4
3x6 1/2x1/4" PL w/ (2) 3/4" A325-N
BOLTS TYP
5/16
TYP
3/16
3 SIDES
TYP
5/16
3/16
REMOVABLE GUARDRAIL
REFER PLAN
3/16 3/16
3' -6
PIPE 2 1/2 STD
SLEEVE
1'-10" 2'-7 3/8" 5'-4 5/8" 1'-0"
132'-9 1/2"
H S
S4 X4
X5 /1
H S
S4 X4
X5 /1
W12X26
MC12X45
L4 X4X
1/2
1'-6" 7'-4"
A1
SF504
COMPACT 1.4" X 0.25" X 2" STAINLESS
STEEL EYEBOLT ANCHOR FOR FALL
ARREST ANCHOR POINT (OSHA
1910.140 AND OSHA 1926.502
APPROVED), ONE AT EACH HSS4X4
POST TO INTERIOR OF HANGAR BAY
H G
5' -0
5'
-0
4' -1
/2
3 SIDES TO
C12 TYP
W8X21
C12 L4x4x1/4x0'-9"
9"
C12
L4x4x1/4 w/ (2) 3/4"
DIA A325-N BOLTS
3" 6" 3"3 SIDES
TO HSS
3 SIDES
TO HSS
HSS12X2
TO W12
2'-7 3/8"
1/2"X12"X1'-0" PL W/ (4)
3/4" DIA A325-N BOLT
HSS12X2
(REF ELEV)
HSS12X12 (REF ELEV)
COPE W12 FLANGE
1/4"X4"X6" CONT BENT PL1/4
HSS12X2
TO PL
127'-10 1/2"
127'-1"
NOTE: FOR ADDITIONAL INFORMATION REFER A4 / SF503
OH
125'-11"
129'-5"
BOT OF W8
SF504
D3
TOS
SF504
C4
SF504
C3
122'-0 1/2"
C12
L4x4x1/4x0'-9"
3 SIDES
TO HSS
SF504
B1
MC12X45
1 1/2"
3/
4" T
YP
L6X4X3/8X1'-0" LLV
W/ (2) 3/4" DIA BOLT
(2) 3/4" DIA BOLT TC A
MACHT L6 BOLT
SPACING PROVIDE
SHIM PL
2"
SHIM AS REQ'D
STEEL BEAM REFER PLAN
3"x6-1/2"x1/4" PL w/ (2)
3/4" DIA A325-N BOLTS
TYP
1/4" CHECKERED
STEEL PL
L4X3X1/4 TOE
KICK TYP
L3X3X3/16 TOP
RAIL CONT.
CUT OUT STEEL DECK FOR
VERTICAL LIFT FABRIC
DOOR HOIST CLEARANCE
REFER MANUFACTURER
DOOR HOIST
PIPE 1-1/2" STD
w/ 2-1/2" STD
SLEEVE TYP
1'-7"
1' -7
4"x7"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS 1/4 6
1/4 6
1/4 1/4
4"x7"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS
6"x10"x3/8" PL w/ (2) 3/4"
DIA A325-N BOLTS 1/4 6
1/4 6
1/4 1/4
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
3- Ba y S pe cia liz ed H an ga r M ad iso n, W isc on sin
Ai r N at io na l G ua rd
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DECEMBER 23, 2021
C :\U sers\nw c\D ocum ents\M y R evit\02700_S tru_N C hapm an9285M
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6/24/2022 5:13: 08 PM
FRAMING DETAILS
SF504
TJD
GMR
GMR
SCALE: 3/4" = 1'-0"
SECTIONA3 1' 3'2'0
3/4" = 1'-0"
0 6" 1' 2'
1" = 1'-0"
SCALE: 3/4" = 1'-0"
SECTIONB3
SCALE: 3/4" = 1'-0"
SECTIONB5
SCALE: 1 1/2" = 1'-0"
TYP MECHANICAL PLATFORM GUARDRAIL SECTIONA1
SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND3
6" 1'-6"1'0
1 1/2" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND4
SCALE: 1 1/2" = 1'-0"
SECTIONC4SCALE: 1 1/2" = 1'-0"
SECTIONC3
1 ADDENDUM 4 06/28/2022
W
IS C O NS IN
P R
O F
E
S S I O N A L
E N G
I N E
E R
GENE O.
BROWN
E-47748
OKLAHOMA CITY
OK
File details come from the government source that posted it. Updated .